WO2017193899A1 - Vertical pull type concentrated load bearing building body - Google Patents
Vertical pull type concentrated load bearing building body Download PDFInfo
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- WO2017193899A1 WO2017193899A1 PCT/CN2017/083553 CN2017083553W WO2017193899A1 WO 2017193899 A1 WO2017193899 A1 WO 2017193899A1 CN 2017083553 W CN2017083553 W CN 2017083553W WO 2017193899 A1 WO2017193899 A1 WO 2017193899A1
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- concentrated load
- bearing building
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- 239000011521 glass Substances 0.000 claims description 50
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 6
- 229910052710 silicon Inorganic materials 0.000 claims description 6
- 239000010703 silicon Substances 0.000 claims description 6
- 238000004891 communication Methods 0.000 claims description 3
- 239000011449 brick Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 239000012141 concentrate Substances 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
- H02S20/20—Supporting structures directly fixed to an immovable object
- H02S20/22—Supporting structures directly fixed to an immovable object specially adapted for buildings
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Abstract
Disclosed is a vertical pull type concentrated load bearing building body, comprising a number of columnar supporting bodies (1) which are vertically arranged and used for concentrated load bearing. The tops of the columnar supporting bodies (1) are outwardly and horizontally connected to a number of top supporting beams (2). The ends, away from the columnar supporting bodies (1), of the top supporting beams (2) are downwardly and obliquely or vertically provided with lifting and pulling brackets (4) in a pulled manner. Each unit layer, located at the vertical pull type concentrated load bearing building body, of the columnar supporting bodies (1) is horizontally and outwardly connected to a unit layer supporting beam (5). One end of the unit layer supporting beams (5) is connected to the columnar supporting bodies (1), and the other end is connected to the lifting and pulling brackets (4). According to the vertical pull type concentrated load bearing building body, the building area can be increased.
Description
声明:本申请要求了一项中国发明专利申请的优先权,申请号是201610308424.3,申请日是2016年5月10日Disclaimer: This application claims the priority of a Chinese invention patent application, the application number is 201610308424.3, and the application date is May 10, 2016.
本发明涉及一种建筑行业,具体地说,涉及一种垂拉式集中承重建筑体。The present invention relates to the construction industry, and in particular to a down-draw concentrated load-bearing building.
现有的建筑体基本都是框架式结构,在具体施工时,通常先搭建地基和钢筋水泥框架,然后在钢筋水泥框架内添加建筑砌块。现有的这种框架式的建筑体的建筑面积,受限于框架的面积,在搭建好地基和钢筋水泥框架后,就限制了建筑体的建筑面积,使建筑体的建筑面积不能再扩大。The existing buildings are basically frame-shaped structures. In the specific construction, the foundation and the reinforced concrete frame are usually built first, and then the building blocks are added in the reinforced concrete frame. The existing building area of such a frame-type building is limited by the area of the frame. After the foundation and the reinforced concrete frame are built, the building area of the building is limited, so that the building area of the building can no longer be expanded.
另外,现有的建筑砌块一般采用水泥、石子、粘土等材料制成,现有的上述材料的空心砖不具有透光性,使得建筑内部采光较差。In addition, the existing building blocks are generally made of cement, stone, clay, etc., and the existing hollow bricks of the above materials do not have light transmission, which makes the interior of the building poorly polished.
发明内容Summary of the invention
本发明所要解决的技术问题是:提供一种集中承重、能够增大建筑面积的垂拉式集中承重建筑体。The technical problem to be solved by the present invention is to provide a vertical type load-bearing building body which is concentrated and can increase the building area.
为解决上述技术问题,本发明的技术方案是:In order to solve the above technical problem, the technical solution of the present invention is:
垂拉式集中承重建筑体,包括竖向设置的若干根用于集中承重的柱状支撑体,所述柱状支撑体的顶部向外水平连接有若干顶部支撑梁;The vertical type load-bearing building body comprises a plurality of vertically arranged columnar support bodies for concentrating load bearing, wherein the top of the columnar support body is horizontally connected with a plurality of top support beams;
所述顶部支撑梁远离所述柱状支撑体的端部向下倾斜或者垂直拉设有提拉支架;The top support beam is inclined downward from the end of the columnar support body or vertically pulled with a lifting bracket;
所述柱状支撑体位于所述垂拉式集中承重建筑体的每个单元层处水平向外连接有单元层支撑梁,所述单元层支撑梁的一端部连接所述柱状支撑体,所述单元层支撑梁的另一端部连接所述提拉支架。The columnar support body is horizontally outwardly connected with a unit layer support beam at each unit layer of the vertical concentrated load-bearing building body, and one end portion of the unit layer support beam is connected to the columnar support body, the unit The other end of the layer support beam is connected to the pull bracket.
优选的,所述提拉支架连接至地面。Preferably, the pulling bracket is connected to the ground.
优选的,定义所述垂拉式集中承重建筑体靠近地面的单元层为第一层单元层,所述第一层单元层悬空设置,所述提拉支架的下端连接至所述第一层单元层,所述第一层单元层之间与地面之间间隔竖向设有若干支撑柱,若干所述支撑柱分布于所述柱状支撑体的周围,若干所述支撑柱之间留有交通间隙。
Preferably, the unit layer defining the pull-type concentrated load-bearing building body near the ground is a first layer unit layer, the first layer unit layer is suspended, and the lower end of the pulling bracket is connected to the first layer unit a plurality of support columns are vertically disposed between the first layer of the unit layers and the ground, and the plurality of support columns are distributed around the columnar support body, and a communication gap is left between the plurality of support columns. .
优选的,所述垂拉式集中承重建筑体的各个侧面上相邻的所述提拉支架之间填充有玻璃砌块。Preferably, the pulling brackets adjacent to each side of the vertical concentrated load-bearing building body are filled with glass blocks.
优选的,所述玻璃砌块包括两块相对设置的主玻璃板,两块主玻璃板的每个侧边之间连接有侧玻璃板,所述主玻璃板和所述侧玻璃板共同围成玻璃块内腔;Preferably, the glass block comprises two opposite main glass plates, and a side glass plate is connected between each side of the two main glass plates, and the main glass plate and the side glass plate are enclosed together. Glass block cavity;
所述玻璃块内腔间隔设置有多层太阳能电池板,每层太阳能电池板自一侧的主玻璃板内表面倾斜向下延伸至另一侧的主玻璃板内表面。The glass block inner cavity is spaced apart from each other with a plurality of solar panels, each of which extends obliquely downward from the inner surface of the main glass plate on one side to the inner surface of the main glass plate on the other side.
优选的,所述太阳能电池板包括硅片和附着于所述硅片上的透明玻璃板。Preferably, the solar panel comprises a silicon wafer and a transparent glass plate attached to the silicon wafer.
采用了上述技术方案后,本发明的有益效果是:After adopting the above technical solutions, the beneficial effects of the present invention are:
本发明的垂拉式集中承重建筑体,不再采用现有的框架式的建筑结构,而采用在中部设置若干根用于集中承重的柱状支撑体,然后在柱状支撑体的顶部周边水平向外连接设置顶部支撑梁,再从顶部支撑梁处向下倾斜或者垂直拉设有提拉支架,形成斜拉或者垂拉式的建筑结构。此种结构的垂拉式集中承重建筑体,将建筑的重量集中于柱状支撑体上承重,通过顶部支撑梁和提拉支架分承重,柱状支撑体作为承重主力,使建筑结构可以减少基座面积,相对就增加了建筑结构的实用面积,使建筑体进一步轻型化,更能适应建筑体轻型化的发展趋势,且此种结构的垂拉式集中承重建筑体便于安装,使建筑体安装快捷化。另外,此种结构的垂拉式集中承重建筑体,只要延长支撑梁的尺寸,就可以使建筑面积向柱状支撑体的外侧进一步延伸,以增大斜拉或者垂拉式结构的建筑体的建筑面积,使建筑面积不再受框架结构的限制,从而方便增大建筑面积。The vertical concentrated load-bearing building body of the present invention no longer adopts the existing frame-type building structure, but adopts a plurality of column-shaped support bodies for centralized load-bearing in the middle, and then horizontally outwards at the top periphery of the column-shaped support body. Connect the top support beam and then tilt down from the top support beam or pull the pull bracket vertically to form a diagonally or vertically drawn structure. The structure of the vertical type load-bearing building body concentrates the weight of the building on the column-shaped support body, and carries the load through the top support beam and the lifting bracket. The column-shaped support body acts as the main bearing force, so that the building structure can reduce the base area. Relatively, the practical area of the building structure is increased, the building body is further lightened, and the development trend of the light weight of the building body is more suitable, and the vertical load-bearing building body of the structure is easy to install, and the building body is quickly installed. . In addition, in the structure of the vertical type load-bearing building body, as long as the size of the support beam is extended, the building area can be further extended to the outside of the columnar support body to increase the construction of the building body of the cable-stayed or pull-down structure. The area is such that the building area is no longer restricted by the frame structure, which facilitates the increase of the building area.
当本发明的垂拉式集中承重建筑体采取以下结构时:第一层单元层悬空设置,所述提拉支架的下端连接至所述第一层单元层,所述第一层单元层之间与地面之间间隔竖向设有若干支撑柱,若干所述支撑柱分布于所述柱状支撑体的周围。此种结构的垂拉式集中承重建筑体,第一层单元层与地面之间留有交通空隙,车辆以及行人可以在第一层单元层与地面之间的空隙穿行,使建筑体的建筑单元向空中发展,不影响城市的交通面积,从而缓解了现代城市的交通拥堵,适合于未来的建筑发展趋势。When the pull-type concentrated load-bearing building body of the present invention adopts the following structure: the first layer unit layer is suspended, the lower end of the pulling bracket is connected to the first layer unit layer, and the first layer unit layer is between A plurality of support columns are vertically disposed between the ground and the ground, and the plurality of support columns are distributed around the columnar support. The structure of the vertical type load-bearing building body, the first layer of the unit layer and the ground leave a traffic gap, vehicles and pedestrians can walk through the gap between the first unit layer and the ground, so that the building unit of the building The development in the air does not affect the traffic area of the city, thus alleviating the traffic congestion in modern cities and is suitable for future architectural development trends.
本发明的垂拉式集中承重建筑体,各个侧面上位于相邻的提拉支架之间填充有玻璃砌块,玻璃砌块中,主玻璃板和所述侧玻璃板共同围成玻璃块内腔;
玻璃块内腔间隔设置有多层太阳能电池板,每层太阳能电池板自一侧的主玻璃板内表面倾斜向下延伸至另一侧的主玻璃板内表面。使用此种结构的玻璃砌块作为建筑砌块,能够充分利用太阳能发电,利用太阳能这种取之不尽、用之不竭的自然资源,从而节约了市电,节约了能源,且此种结构的建筑砌块具有重量较轻、透光、占用空间较小等优点,能够代替市场上现有的保温砖建筑砌块,且比保温砖更具有优势。The vertical concentrated load-bearing building body of the invention is filled with glass blocks between adjacent lifting brackets on each side, and in the glass block, the main glass plate and the side glass plate together form a glass block cavity ;
The glass block is internally spaced apart by a plurality of solar panels, each of which extends obliquely downward from the inner surface of the main glass sheet on one side to the inner surface of the main glass sheet on the other side. The use of glass blocks of this structure as building blocks can make full use of solar power to generate electricity and use inexhaustible natural resources such as solar energy, thereby saving electricity and saving energy, and this structure The building blocks have the advantages of light weight, light transmission and small occupied space, and can replace the existing insulating brick building blocks on the market, and have advantages over the insulating bricks.
下面结合附图和实施例对本发明进一步说明。The invention will now be further described with reference to the drawings and embodiments.
图1是本发明的垂拉式集中承重建筑体的实施例一的一种结构示意图;1 is a schematic structural view of a first embodiment of a pull-type concentrated load-bearing building body according to the present invention;
图2是图1的局部剖视示意图;Figure 2 is a partial cross-sectional view of Figure 1;
图3是图1去掉支撑平顶后的结构示意图;Figure 3 is a schematic view of the structure of Figure 1 after removing the support flat top;
图4是本发明的垂拉式集中承重建筑体的实施例一的另一种结构示意图;Figure 4 is a schematic view showing another structure of the first embodiment of the pull-type concentrated load-bearing building body of the present invention;
图5是图4的局部剖视图;Figure 5 is a partial cross-sectional view of Figure 4;
图6是图4去掉支撑平顶后的结构示意图;Figure 6 is a schematic view of the structure of Figure 4 after removing the support flat top;
图7本发明的垂拉式集中承重建筑体的实施例二的一种结构示意图;Figure 7 is a schematic structural view of a second embodiment of the pull-type concentrated load-bearing building body of the present invention;
图8是图7去掉支撑平顶后的结构示意图;Figure 8 is a schematic view showing the structure of Figure 7 after removing the support flat top;
图9是本发明的垂拉式集中承重建筑体的实施例二的另一种结构示意图;Figure 9 is a schematic view showing another structure of the second embodiment of the pull-type concentrated load-bearing building body of the present invention;
图10是图9去掉支撑平顶后的结构示意图;Figure 10 is a schematic view showing the structure of Figure 9 after removing the support flat top;
图11是本发明的垂拉式集中承重建筑体的实施例二的又一种结构示意图;Figure 11 is a schematic view showing still another structure of the second embodiment of the pull-type concentrated load-bearing building body of the present invention;
图12是图11的局部剖视示意图;Figure 12 is a partial cross-sectional view of Figure 11;
图13是本发明的垂拉式集中承重建筑体中的玻璃砌块的结构示意图;Figure 13 is a schematic structural view of a glass block in a pull-type concentrated load-bearing building body of the present invention;
图中:1、柱状支撑体;2、顶部支撑梁;3、支撑平顶;4、提拉支架;5、单元层支撑梁;6、单元层楼板;61、第一单元层;7、玻璃砌块;71、主玻璃板;72、太阳能电池板;73、侧玻璃板;8、支撑柱。In the figure: 1, columnar support; 2, top support beam; 3, support flat top; 4, lifting bracket; 5, unit layer support beam; 6, unit floor slab; 61, first unit layer; Block; 71, main glass plate; 72, solar panel; 73, side glass plate; 8, support column.
实施例一 Embodiment 1
参照图1、图2、图3、图4、图5以及图6,本实施例的垂拉式集中承重建筑体,包括一根竖向设置的用于集中承重的柱状支撑体1,柱状支撑体1的顶部向外水平连接有若干顶部支撑梁2,顶部支撑梁2与建筑浇铸材料结合形成方形
或者长方形的支撑平顶3。当然,柱状支撑体1的数量并不局限于一根,也可以采用两根及两根以上的柱状支撑体1,当采用两根及两根以上竖向设置的柱状支撑体1时,先使至少两根的柱状支撑体1的顶部相互连接,再从相互连接的柱状支撑体1的顶部向外连接引出顶部支撑梁2,顶部支撑梁2与建筑浇铸材料结合形成方形或者长方形的支撑平顶3。Referring to FIG. 1 , FIG. 2 , FIG. 3 , FIG. 4 , FIG. 5 and FIG. 6 , the vertical concentrated load-bearing building body of the present embodiment includes a vertical columnar support body 1 for concentrated load-bearing, columnar support The top of the body 1 is horizontally connected with a plurality of top support beams 2, and the top support beams 2 are combined with the building casting material to form a square
Or a rectangular support flat top 3. Of course, the number of the columnar support bodies 1 is not limited to one, and two or more columnar support bodies 1 may be used. When two or more columnar support bodies 1 disposed vertically are used, The tops of at least two columnar support bodies 1 are connected to each other, and then the top support beams 2 are connected outwardly from the top of the interconnected columnar support bodies 1. The top support beams 2 are combined with the building casting material to form a square or rectangular support flat top. 3.
顶部支撑梁2远离柱状支撑体1的端部向下倾斜或者垂直拉设有提拉支架4。The top support beam 2 is inclined downward from the end of the columnar support 1 or the pull bracket 4 is vertically pulled.
柱状支撑体1位于垂拉式集中承重建筑体的每个单元层处水平向外连接有单元层支撑梁5,单元层支撑梁5的一端部连接柱状支撑体1,单元层支撑梁5的另一端部连接提拉支架4,每层的单元层支撑梁5与建筑浇铸材料结合形成每层的单元层楼板6。The columnar support body 1 is located horizontally outwardly connected to the unit layer support beam 5 at each unit layer of the vertical concentrated load-bearing building body, and one end of the unit layer support beam 5 is connected to the columnar support body 1, and the unit layer support beam 5 is further One end is connected to the lifting bracket 4, and the unit layer supporting beam 5 of each layer is combined with the building casting material to form a unit floor slab 6 of each floor.
其中,柱状支撑体1、顶部支撑梁2、单元层支撑梁5、提拉支架4可采用钢筋混凝土制成。Among them, the columnar support body 1, the top support beam 2, the unit layer support beam 5, and the lifting bracket 4 can be made of reinforced concrete.
本实施例中,提拉支架4连接至地面。In this embodiment, the lifting bracket 4 is connected to the ground.
垂拉式集中承重建筑体的整体形状可采取方形、锥台形、球形、球台形等形状,在此不做具体限定。The overall shape of the hanging-type concentrated load-bearing building body may take a shape such as a square shape, a frustum shape, a spherical shape, a spherical shape, and the like, and is not specifically limited herein.
本发明的垂拉式集中承重建筑体,不再采用现有的框架式的建筑结构,而采用在中部设置若干根用于集中承重的柱状支撑体1,然后在柱状支撑体1的顶部周边水平向外连接设置顶部支撑梁2,再从顶部支撑梁2处向下倾斜或者垂直拉设有提拉支架4,形成斜拉或者垂拉式的建筑结构。此种结构的垂拉式集中承重建筑体,将建筑的重量集中于柱状支撑体1上承重,通过顶部支撑梁2和提拉支架4分承重,柱状支撑体1作为承重主力,使建筑结构可以减少基座面积,相对就增加了建筑结构的实用面积,使建筑体进一步轻型化,更能适应建筑体轻型化的发展趋势,且此种结构的垂拉式建筑体便于安装,使建筑体安装快捷化。另外,此种结构的垂拉式集中承重建筑体,只要延长支撑梁的尺寸,就可以使建筑面积向柱状支撑体1的外侧进一步延伸,以增大斜拉或者垂拉式结构的建筑体的建筑面积,使建筑面积不再受框架结构的限制,从而方便增大建筑面积。The vertical concentrated load-bearing building body of the present invention no longer adopts the existing frame-type building structure, but adopts a plurality of columnar support bodies 1 for centrally supporting the load in the middle, and then horizontally around the top periphery of the columnar support body 1. The top support beam 2 is disposed outwardly, and then the pull bracket 4 is inclined downwardly from the top support beam 2 or vertically, forming a diagonally or vertically drawn structure. The structure of the vertical type load-bearing building body concentrates the weight of the building on the column-shaped support body 1 and bears the weight through the top support beam 2 and the lifting bracket 4, and the columnar support body 1 serves as the main bearing force, so that the building structure can be Reducing the area of the pedestal increases the practical area of the building structure, making the building body lighter and more suitable for the development trend of the light weight of the building body. The structure of the sloping building is easy to install and the building body is installed. Faster. In addition, in the structure of the vertical type load-bearing building body, as long as the size of the support beam is extended, the building area can be further extended to the outside of the columnar support body 1 to increase the structure of the cable-stayed or pull-down structure. The building area makes the building area no longer restricted by the frame structure, thus facilitating the increase of the building area.
本发明中,垂拉式集中承重建筑体的各个侧面上相邻的提拉支架4之间填
充有玻璃砌块7。参照图13和图14,玻璃砌块7包括两块相对设置的主玻璃板71,两块主玻璃板71的每个侧边之间连接有侧玻璃板73,主玻璃板71和侧玻璃板73共同围成玻璃块内腔。In the present invention, the adjacent pulling brackets 4 on each side of the vertical type load-bearing building body are filled.
Filled with glass blocks 7. Referring to Figures 13 and 14, the glass block 7 includes two oppositely disposed main glass plates 71, and a side glass plate 73, a main glass plate 71 and a side glass plate are connected between each side of the two main glass plates 71. 73 together form a glass block cavity.
玻璃块内腔间隔设置有多层太阳能电池板72,每层太阳能电池板72自一侧的主玻璃板71内表面倾斜向下延伸至另一侧的主玻璃板71内表面,太阳能电池板72包括硅片和附着于硅片上的透明玻璃板。The glass block is internally spaced apart by a plurality of solar panels 72, each of which extends obliquely downward from the inner surface of the main glass sheet 71 on one side to the inner surface of the main glass sheet 71 on the other side, and the solar panel 72 It includes a silicon wafer and a transparent glass plate attached to the silicon wafer.
而本发明的垂拉式集中承重建筑体,采取了上述结构的玻璃砌块,分层倾斜设置的太阳能电池板相对于在玻璃块一侧表面设置太阳能电池板来说,大大增大了太阳能电池板接收阳光面积,大大提高了太阳能利用效率,能够充分利用太阳能发电,利用太阳能这种取之不尽、用之不竭的自然资源,从而节约了市电,节约了能源,且此种结构的建筑砌块具有重量较轻、透光、占用空间较小等优点,能够代替市场上现有的保温砖建筑砌块,且比保温砖更具有优势。In the vertical concentrated load-bearing building body of the present invention, the glass block of the above structure is adopted, and the solar cell panel which is layered and inclined is arranged to greatly increase the solar cell with respect to the solar cell panel disposed on one surface of the glass block. The board receives the sunlight area, greatly improves the solar energy utilization efficiency, can fully utilize solar power generation, and utilizes the inexhaustible and inexhaustible natural resources of solar energy, thereby saving the utility power and saving energy, and the structure is The building block has the advantages of light weight, light transmission and small space occupation. It can replace the existing insulation brick building blocks on the market and has advantages over the insulation bricks.
实施例二 Embodiment 2
参照图7、图8、图9、图10、图11以及图12,本实施例的垂拉式集中承重建筑体的结构与实施例一的结构基本相同,不同之处在于:定义垂拉式集中承重建筑体靠近地面的单元层为第一层单元层61,第一层单元层61悬空设置,提拉支架4的下端连接至第一层单元层61,第一层单元层61之间与地面之间间隔竖向设有若干支撑柱8,若干支撑柱8分布于柱状支撑体1的周围,若干支撑柱8之间留有交通间隙。此种结构的垂拉式集中承重建筑体,第一层单元层61与地面之间留有交通空隙,可以在交通空隙的地面上修建交通道路,车辆以及行人可以在第一层单元层61与地面之间的空隙穿行,使建筑体的建筑单元向空中发展,不影响城市的交通面积,从而缓解了现代城市的交通拥堵,适合于未来的建筑发展趋势。Referring to FIG. 7 , FIG. 8 , FIG. 9 , FIG. 10 , FIG. 11 and FIG. 12 , the structure of the vertical concentrated load-bearing building body of the present embodiment is basically the same as that of the first embodiment, except that the vertical type is defined. The unit layer of the concentrated load-bearing building near the ground is the first layer unit layer 61, the first layer unit layer 61 is suspended, and the lower end of the lifting bracket 4 is connected to the first layer unit layer 61, and the first layer unit layer 61 is A plurality of support columns 8 are vertically disposed between the grounds, and a plurality of support columns 8 are distributed around the columnar support body 1, and a communication gap is left between the plurality of support columns 8. The structure of the vertical type load-bearing building body, the first layer of the unit layer 61 and the ground leave a traffic gap, the traffic road can be built on the ground of the traffic gap, the vehicle and the pedestrian can be in the first floor unit layer 61 The gap between the grounds allows the building units of the building to develop into the air without affecting the traffic area of the city, thus alleviating the traffic congestion in modern cities and adapting to the future development trend of the building.
本发明的垂拉式集中承重建筑体,不再采用现有的框架式的建筑结构,而采用在中部设置若干根用于集中承重的柱状支撑体,然后在柱状支撑体的顶部周边水平向外连接设置顶部支撑梁,再从顶部支撑梁处向下倾斜或者垂直拉设有提拉支架,形成斜拉或者垂拉式的建筑结构。此种结构的垂拉式集中承重建筑体,将建筑的重量集中于柱状支撑体上承重,通过顶部支撑梁和提拉支架分
承重,柱状支撑体作为承重主力,使建筑结构可以减少基座面积,相对就增加了建筑结构的实用面积,使建筑体进一步轻型化,更能适应建筑体轻型化的发展趋势,且此种结构的垂拉式集中承重建筑体便于安装,使建筑体安装快捷化。另外,此种结构的垂拉式集中承重建筑体,只要延长支撑梁的尺寸,就可以使建筑面积向柱状支撑体的外侧进一步延伸,以增大斜拉或者垂拉式结构的建筑体的建筑面积,使建筑面积不再受框架结构的限制,从而方便增大建筑面积。
The vertical concentrated load-bearing building body of the present invention no longer adopts the existing frame-type building structure, but adopts a plurality of column-shaped support bodies for centralized load-bearing in the middle, and then horizontally outwards at the top periphery of the column-shaped support body. Connect the top support beam and then tilt down from the top support beam or pull the pull bracket vertically to form a diagonally or vertically drawn structure. The structure of the vertical type load-bearing building body concentrates the weight of the building on the column-shaped support body, and passes through the top support beam and the lifting bracket.
Load-bearing, column-shaped support body as the main bearing force, so that the building structure can reduce the pedestal area, which increases the practical area of the building structure, makes the building body more light, and can better adapt to the development trend of the building body light-weight, and this structure The sleek, concentrated load-bearing building is easy to install and quickens the installation of the building. In addition, in the structure of the vertical type load-bearing building body, as long as the size of the support beam is extended, the building area can be further extended to the outside of the columnar support body to increase the construction of the building body of the cable-stayed or pull-down structure. The area is such that the building area is no longer restricted by the frame structure, which facilitates the increase of the building area.
Claims (6)
- 垂拉式集中承重建筑体,其特征在于:包括竖向设置的若干根用于集中承重的柱状支撑体,所述柱状支撑体的顶部向外水平连接有若干顶部支撑梁;The vertical type load-bearing building body is characterized in that: a plurality of vertically arranged columnar support bodies for concentrated load bearing are arranged, and the top of the columnar support body is horizontally connected with a plurality of top support beams;所述顶部支撑梁远离所述柱状支撑体的端部向下倾斜或者垂直拉设有提拉支架;The top support beam is inclined downward from the end of the columnar support body or vertically pulled with a lifting bracket;所述柱状支撑体位于所述垂拉式集中承重建筑体的每个单元层处水平向外连接有单元层支撑梁,所述单元层支撑梁的一端部连接所述柱状支撑体,所述单元层支撑梁的另一端部连接所述提拉支架。The columnar support body is horizontally outwardly connected with a unit layer support beam at each unit layer of the vertical concentrated load-bearing building body, and one end portion of the unit layer support beam is connected to the columnar support body, the unit The other end of the layer support beam is connected to the pull bracket.
- 如权利要求1所述的垂拉式集中承重建筑体,其特征在于:所述提拉支架连接至地面。A pull-down concentrated load-bearing building according to claim 1 wherein said pull-up bracket is attached to the ground.
- 如权利要求1所述的垂拉式集中承重建筑体,其特征在于:定义所述垂拉式集中承重建筑体靠近地面的单元层为第一层单元层,所述第一层单元层悬空设置,所述提拉支架的下端连接至所述第一层单元层,所述第一层单元层之间与地面之间间隔竖向设有若干支撑柱,若干所述支撑柱分布于所述柱状支撑体的周围,若干所述支撑柱之间留有交通间隙。The vertical concentrated load-bearing building body according to claim 1, wherein the unit layer defining the vertical concentrated load-bearing building body near the ground is a first layer unit layer, and the first layer unit layer is suspended. a lower end of the pulling bracket is connected to the first layer unit layer, and a plurality of supporting columns are vertically disposed between the first layer unit layer and the ground, and the plurality of supporting columns are distributed in the column shape Around the support body, a communication gap is left between the plurality of support columns.
- 如权利要求1至3任一项所述的垂拉式集中承重建筑体,其特征在于:所述垂拉式集中承重建筑体的各个侧面上相邻的所述提拉支架之间填充有玻璃砌块。The pull-type concentrated load-bearing building body according to any one of claims 1 to 3, characterized in that: the sliding brackets adjacent to each other on each side of the vertical-type concentrated load-bearing building body are filled with glass Block.
- 如权利要求4所述的垂拉式集中承重建筑体,其特征在于:所述玻璃砌块包括两块相对设置的主玻璃板,两块主玻璃板的每个侧边之间连接有侧玻璃板,所述主玻璃板和所述侧玻璃板共同围成玻璃块内腔;The vertical concentrated load-bearing building body according to claim 4, wherein the glass block comprises two opposite main glass plates, and side glass is connected between each side of the two main glass plates. a plate, the main glass plate and the side glass plate together form a glass block cavity;所述玻璃块内腔间隔设置有多层太阳能电池板,每层太阳能电池板自一侧的主玻璃板内表面倾斜向下延伸至另一侧的主玻璃板内表面。The glass block inner cavity is spaced apart from each other with a plurality of solar panels, each of which extends obliquely downward from the inner surface of the main glass plate on one side to the inner surface of the main glass plate on the other side.
- 如权利要求5所述的垂拉式集中承重建筑体,其特征在于:所述太阳能电池板包括硅片和附着于所述硅片上的透明玻璃板。 A drop-type concentrated load-bearing building according to claim 5, wherein said solar panel comprises a silicon wafer and a transparent glass plate attached to said silicon wafer.
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